khse - portland state university · 2015-09-08 · khse psu capital projects and construction....

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A1.1

Cover Sheet w/ notes, symbols, and index.

no scale

Contacts

Site View

Sheet Index

Symbols

KHSE

PSU Capital Projects and Construction.

University Svcs. Bldg.

617 SW Montgomery St. #302

Portland, OR 97201

(503) 725-3738

Ron Blaj - Director

Steve Rounds - Asst. Director

Gail Hamilton - Const Mgr. PSU Crews.

Anthony Bohan - Project Manager

Quinn Soifer - TSG Manager

Joshua Steed - Electrical Engineer

Tom Arnich - Architect

PSU Network -Teleco OIT

Todd King - Tech. Services Bldg.

2121 SW 4th Ave. #400

Portland, OR 97201

Office: 503-725-4434

Cell: 360-903-8777

Doug McCartney - AV Services

Office: 503-725-9110

ARCHITECTURAL

(16 - sheets)

Dated: 6 / 30 / 2015

A1.1 - 1.3 General Info. /Specifications

A1.4 LIfe Safety Egress Plan (GPA arch)

A2.1 Demo Plan

A2.2 Basement Plan

A2.3 First Floor Plan

A2.4 Second Floor Plan

A2.5 Reflected Ceiling Plan

A2.6 Finish / Equipment Plans

A3.1 - 3.3 Sections / Details

A4.1 - 4.2 Schedules

A5.1 - 5.2 Interior Elevations

STRUCTURAL ENG.

(2 sheet )

Dated 6 / 30 /15

S1 General Notes / Details

S2 Details

MECHANICAL /PLUMBING

(15 - sheets)

Dated: 6 /30 / 2015

MP1 - General Notes & Symbols

M1.0 - Basement Mechanical Demolition Plan

M1.1 - 1st Floor Mechanical Demolition Plan

M1.2 - 2nd Floor Mechanical Demolition Plan

M2.0 - Basement Mechanical New Work Plan

M2.1 - 1st Floor Mechanical New Work Plan

M2.2 - 2nd Floor Mechanical New Work Plan

M3.0 - Schedules and Details

P1.0 - Basement Plumbing Demolition Plan

P1.1 - 1st Floor Plumbing Demolition Plan

P1.2 - 2nd Floor Plumbing Demolition Plan

P2.0 - Basement Plumbing New Work Plan

P2.1 - 1st Floor Plumbing New Work Plan

P2.2 - 2nd Floor Plumbing New Work Plan

P3.0 - Schedules & Details

ELECTRICAL

(7 - sheets)

Dated: 6 /30 / 2015

E0.1 Legend

E1.0 – Electrical Specifications

E1.1-1.2 – Electrical Demo Work

E2.1- 2.2 – Electrical New Work

E3.0 1-Line Diagram, Schedules

North-East View

CODE NOTES

1. Remodel PSU K-House.

2. 2014 OSSC. (Refer to GPA Architect's LSS)

3. TYPE V Construction

4. Group B Office Occupancy

5. Contractor to Fire Sprinkle Entire Building per latest

Code Req'd.- (Basement is currently Fire Sprinkled)

6. Floor Remodel area = 3500 + 1000 = 4500 sf +/-

7. Existing Bldg. = 2 Stories, Basement

8. Total Bldg. Floor Area Gross = 13,200 sf +/-

9. Typ. Occupant Floor Area = 4460 sf / 100 sf per

occupant = 44 max. occupants per floor

10. 44 Occ. = < 50 req'd = 1 exit req'd : (2) exits if less

than 500

11. 75' max. com. path egress (sect.1014.3)

12. 250' max. access travel (sect.1016.1)

13. Codes - All work to conform to latest applicable codes

for City of Portland, including ADA stnds.,Ceiling

stnds, Environmental and Waste management

regulations.

14. See GPA Architects Code review plan sheet attached

for more details.

Cover Sheet

FOR ALL STRUCTURAL, MECHANICAL, ELECTRICAL,

TELCO AV, AND FIRE SPRINKLER / ALARM INFORMATION

SEE ENGINEER'S DRAWINGS and SPECIFICATIONS.

K-HOUSE

Vicinity MapNo Scale

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SW MONTGOMERY ST.

Location scale: 1 / 32 " = 1'- 0"

Code / General Notes

6/30/2015

K - HOUSE - INTERIOR REMODEL FOR CPSO

P O R T L A N D S T A T E U N I V E R S I T Y

PSU Capital Projects & Construction

KHSEK-House

Campus Public Safety OfficeINTERIOR REMODEL

(Block 189)633 SW Montgomery St.Portland, Oregon 97201

Revisions :

Drawn :

Checked :

Date :

Bldg. / Property Manager

Facilites and Property Mgmt.

Linda Clark

617 SW Montgomery St. #202

Portland, OR 97201

Office: 503-725-3738

Mech / Plumbing Engineer

Insite Group Inc.

Consulting Engineers

Chris Wierman

Office: (503) 222-2044

310 SW 4th Ave. Suite #1120

Portland , OR 97204

Structural Engineer

ABHT Structural Engineers.

Clinton Ambrose

Office: 503-243-6682

224 NW 13th Ave #325

Portland, OR 97209

City of Portland-BDS

Facility Permit Program

1900 SW 4th Ave. #5000

Portland, OR 97201

Scott Burris - Inspector

Office: 503-823-0668

Jeff Galvin - Fire Marshal

Office: 503-823-4032

PSU Planning & Design

Ernest Tipton AIA

Assist. Director

PSU Facilities Planning and

Campus Design

Office: 503-725-4318

LIfe Safety Study - Egress Plan

Robert Schroeder / Kristen Picket

GPA Architects

2701 NW Vaughn, Suite 764

Portland, Or 97210

Office: 503-274-7800

PSU Campus Public Safety

503-725-4407- Non-Emergency

503-725-4404 - Emergency

Client

Facilities and Property Mgmt.

CPSO

( Total = 40 sheets at 34" x 22" size )

UNIVERSITY SERVICES BLDG.

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K-HOUSE

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SW MONTGOMERY ST.

SW MILL ST.

PSU PARKING STRUCTURE 2

patio

sunken

patio

entry

ramp

exit

walkway

RETAIL

I:\Staff\Facilities\Projects\189_KHSE\KHSE_OPEN\2015_189_KHS15C01 CPSO Move To KHSE\1-DESIGN\5-Arch\0.1-Bid Set - ACAD Dwgs\A1 - K-House - General.dwg, 6/29/2015 2:21:28 PM, DWG To PDF.pc3

A1.2

Specification

Spec. Notes




6/30/2015

A.General Items

A.1. General and Code Notes -- See Cover Sheet.

A.2. Contract Documents and Work - Conform to PSU

General Conditions of Contract and Bid Documents.

A.3. Area / Location of Work -- See drawings.

A.4. All Products shall be installed per manufacturer's

specifications and recommendations. Products listed

shall be as noted. Approved equals shall be allowed

by contractor submitted substitution request form

prior to Bid Invitation deadline. Provide product

submittals samples for PSU to review prior to

ordering product. Product Review approval does not

imply or change the contract documents without an

approved change request and change order.

A.5. See Schedules --- for color / finish / material / room

/roof / door schedules for more specification

information.

A.6. Dimensions & Existing Conditions -- All drawing

dimensions shall have preference over scale. Verify

all dimensions and Existing Conditions prior to

commencement of work. Notify PSU of any

discrepancy.

A.7. Structural Engineer Approvals - Penetrations of

Structure by Contractor, including anchoring, coring,

scraping, cutting or removal is not permitted unless

approved by PSU Structural Engineer.

B.Demolition

B.1. General Demo --- Remove existing walls, doors,

frames, finishes, electrical, mechanical, and other

building items as required to accommodate new

construction. Remove all abandoned mech., elect.,

and plumbing lines in area of work. Verify all existing

structure and protect. Protect all egress paths and

exits.

B.2. GPR -Survey -- Prior to concrete floor or wall demo

or core penetrations contractor to provide radar

survey report and submit to PSU structural engineer

for approval.

C.Walls

C.1. Wall Finish -- Smooth texture or to match existing

surrounding surfaces.

C.2. New Wall Assembly --- See Structural drawings for

min. requirements. Walls to be minimum unless

noted other wise 3 -1/2" metal studs x 20ga. @ 16"

o.c. w/ 5 /8" type 'X' gyp. bd. typical both sides.

C.3. Wall Bracing --- See Structural drawings for

minimums. Unless notes otherwise. Brace above all

walls, windows, relites, to be minimum unless noted

otherwise---3-1/2" x 20 ga. metal studs @ 4' o.c.

alternating direction at 45 deg. angle max.

C.4. Wall Board -- Typ. Gypsum Board -- Georgia Pacific,

Greenguard certified, or approved equal, smooth

finish.

C.5. 1-HR. Shaft Wall Construction - USG gypsum brd.

core board shaft wall system metal frame

construction or approved equal.

C.6. or approved equal Wall Board -- Typ. Gypsum Board

-- Georgia Pacific, Greenguard certified, or approved

equal, smooth finish.

C.6.1. Tile walls - to include water-resistant backer

board underlayment, US Gypsum or approved

equal.

C.6.2. Shower walls / ceilings -- to have US Gypsum

Greenboard water resistant 5/ 8" type X gyp.

bd. or approved equal.

C.7. Wall Insulation -- Insulate all new walls with wall

insulation batts. See Insulation spec.notes

C.8. Existing + New Wall Blocking, Patching / Painting --

Block, Patch and Prep and Paint as required to

include at new and existing gypsum brd / plaster and

framing, demo work, cabinetry, woodwork, all new

mechanical and electrical work. Contractor to install

hidden fire retardant or metal framing blocking at all

wall mount accessories. Clean and patch exist

masonry.

D.Doors / Windows

D.1. See Schedules Sheet

D.2. Door Wood Species --- Stain grade Maple

D.3. Wood Doors --- 1-3/4" solid core by Eggers

Industries, Vancouver Door Company or approved

equal. Include Doors with lites, Flush doors, and

multi-folding flush door types. All doors to be

internally blocked for closer and panic bar installation

support.

D.4. Hollow Metal Frames at Doors and Relites ---

Painted Finish -- Ceco or approved equal 16 gauge

hollow metal welded frames.

D.5. Glass -- All glass to conform to City of Portland code

safety impact requirements. 1 /4" thk. tempered clear

glass at relites with complete metal framing surround.

1/ 2" thk. tempered clear glass at butt joint glass

installations. Clear Silicone at butt joints.

D.6. Hollow Metal Doors -- Painted Finish. Ceco or

approved equal --16 ga.solid core interior door.

D.7. Observation Window at Detention Area

D.7.1. 4-1/2" thk., STC 49, 1-way view glass, 2"

airspace, with vert laminate glass each side,

noise stop window model studio 5 by

Acoustical Surfaces Inc. or approved equal.

D.7.2. 1 /4" thk. , clear Lexan, with 1-way view film

on window so detention area can not see out.

D.8. Frosted Film - On Glass by Wallpaper on Walls or

approved equal, 8 mil thick, white lite frost privacy

type, self adhesive, cleanable, smudge resistant,

translucent type. Verify samples with PSU.

D.9. Aluminum Storefront - Kawneer or approved equal.

Retro fit with existing as required to accommodate

new work to match existing.

D.10. Aluminum Door with Glass - Reuse existing and

relocate . Provide new hardware as required to

accommodate new location and work.

D.11.Bullet Proof Dispatch Window - Relocate Existing

from existing CPSO offices at Shattuck Hall

D.12.New Bullet Proof Dispatch Window - Not Required

D.12.1. Match existing By Total Security Solutions or

approved equal, Bullet Resistant Level 1 ---

Secure to wall , Clear anod alum frame 7" x

1-3/4" , 18" wide stainless steel counter with a

stainless steel deal tray 16" x 10" x 1- 1 /2"

drop, stainless steel voice portal--verify height

from finished floor , and 1-1 /4" thk. bullet

resistant acylic window in channel. Include 1

/4" thk. armor fiberglass level 1 to fit metal stud

wall at transaction window--see details.

E. Door Hardware

E.1. Finish -- See hardware Schedule.

E.2. Standards --- Provide complete installation per ADA

handicap accessibility standards. All hardware to be

manufactured, specified, and installed per

specifications and standards per the American

Society of Architectural Hardware Consultants.

Review all hardware operation settings with PSU

locksmith prior to final city permit inspector review.

E.3. Submittal List --- Provide to PSU a complete

hardware submittal list for review and approval prior

to ordering and construction.

E.4. ADA Power door operators - See hardware schedule.

F. Signage

F.1. Signage -- BY PSU -- New floor and building interior

signage per code, ADA, and PSU standard

requirements .

G.Access Control

G.1. PSU to provide, install, and activate access control

low voltage cabeling and devises.

G.2. Contractor to provide complete pathway installation in

walls include conduit and boxes for card readers. Do

not pentrate structure or existing fire .

G.3. See Hardware Schedule.

H. Metal / Wood Cabinetry / Woodwork

H.1. New Metal Cabinetry Island --- None Required.

H.2. Rework Existing Metal Cabinetry - None Required.

H.3. New Cabinetry --- All woodwork and cabinetry to

conform to "Custom Grade" - Architectural

Woodwork Institute standards and specifications.

Secure to wall and floor. Provide backing. Wood

species to be Maple, stain-grade, plain sliced, book

matched. Hardwood lumber for exposed and

semi-exposed surfaces to be Maple. Hardwood

Plywood species for exposed surfaces, including both

faces of doors and drawer fronts to be grade "A"

maple veneer with machine applied maple veneer

self edge. Semi-exposed and concealed hardwood

plywood surfaces to be Low pressure decorative

overlay, color: White with machine applied maple

veneer self edge at semi-exposed surfaces and white

at concealed surfaces. All hardwood surfaces to

receive transparent finish with satin sheen in

accordance to AWI and as recommended for

Institutional use. Fasteners shall be size and type to

suit application. Cabinet Hardware---- Concealed

110 degree min. European hinge, Blum or equal. Full

extension drawer slides rated at 75 lbs. per pair at

ADA units and 3/4 extension rated at 75 lbs. per pair

at all other locations, KV or equal. 6" brushed nickel

pulls with 3-3/4" drill spacing by Berenson or

approved equal. All shelves to be adjustable with a

max. width of 3', 4" high recessed base. Frameless

Style-A, single length section Type ll, flush overlay

design-type 1-edges trimmed. Provide removable

base cabinets below sinks for wheel chair ADA

clearance access. 1/2" high lip on all upper shelves

for seismic roll off prevention. See finish coating

specification. AW I construction type to be

Reveal Overlay on Face Frame to match existing

construction.

H.4. Countertop -- Wilsonart or approved equal, Black

Matt colorPost-formed high pressure decorative

laminate counter top, 2" nominal thickness-full

bullnose front edge with 4" high squared off high

pressure decorative laminate backsplash.

H.5. WB -- Wood Base --- None Required.

I. Flooring / Base / Surfaces

I.1. See Schedules.

I.2. Floor Hole Patching --- Verify with Structural

Engineer. For max. 4" dia holes use 6" dia. x 16 ga.

galv metal plate and epoxy. Fill with 1 hr. rated fire

safing and caulk.

I.3. Floor / Wall Preparation -- Prepare, fill and level all

surfaces as required for new finishes for equal

smooth level transitions with existing surfaces. Use

finish manufacturer's approved products and

specifications.

I.4. Carpet Existing - Protect existing carpet unless noted

otherwise.

I.5. New Carpet - LEES or approved equal Distinctive

481, 24x 24 tile rotate

1

4

turn.

I.6. New Accent Carpet - Not Required.

I.7. Walk-off Carpet - Connexus Super Nop 52 walk off

tile, charcoal color, or approved equal.

I.8. Resilient 12 x 12 Tile Flooring - FORBO

marmoleum, or approved equal, (3) alternating shade

colors Mercury, Neptune, and Pluto.

I.9. Resilient Sheet Flooring - FORBO marmoleum, or

approved equal, Eiger-629 , lap wall with Intregal

Base 4". and alum. top trim to match.

I.10. Floor Transitions - to be new between floor types

where new installations occur, by Johnsonite or

approved equal, conform to ADA requirements.

I.11. Rubber Stair Treads, Riser, Landings. - Roppe or

approved equal,raised dot style, ADA profile, with

warning strip MG Dark Gray.

I.12. Ceramic / Quarry Tile --- ("CT" on plan) -- See

Interior Designer Specification --- by American Olean

Urban Canvas or approved equal, min. ht. (see

elevations) tile wainscot at all walls, 4 x12 field

(artichoke)wall stacked bond tile with 4 x 8 base

(smokey quartz) and wall top 2 x 8 accent trim(circuit

multicolor ) ( and 1 /4 round cap (black) , and 6 x 6

(smoked grey) quarry floor tile.

I.13. Tile Thinset --- Secure tile with adhesive per

manufacturer approved assembly of backer board

and water proofing membrane. Floor Water-proofing

membrane to lap walls 4". Slope floors to drain.

Installation method per Tile Council of America

Handbook and American National Standard

Specification for Installation of Tile.

I.14. Tile Grout --- Bostik Hydroment grout or approved

equal. Color samples to be selected and approve d.

I.15. Wall Base at Carpet - Rubber base with Toe,

Johnsonite or approved equal, 4" ht., # 63 Burnt

Umber base color.

I.16. Floor Transitions - Vinyl between different floor

surfaces , Johnsonite or approved equal, conform to

ADA requirements.

I.17. Resin Floor Coating System - None Required -

Silikal Flake, 62-SLF-M or approved equal. 1 /4" min.

MMA intregal flooring sytem with 4" ht. wall base

application, acid resistant system , including patch

repair, moisture treatment, primer, membrane, flake

coating, and top coat. Standard Color - #3 , white

with black and grey flake blend.

I.18. FRP Wainscot -- Marlite or approved equal ,Standard

FRP 3/ 32" thk. pebbled surface black #P-807 with

top alum. trim. Secure to wall with manufacturer's

adhesive.

J. Paint / Coatings / Colors/ Sealants

J.1. Colors --- See Schedules. Provide (3) 8-1 /2 x 11"

draw-down samples of each color on material for

review.

J.2. Products

J.2.1. TYPE - A -- Acro Pure, Miller or approved

equal, water based, Satin sheen unless noted

otherwise. Primer and (2) finish coats. Satin

sheen.

J.2.2. TYPE - B -- 100% Acrylic for use on metal,

PPG Pitt. Tech. Breakthrough or approved

equal, water base, Satin sheen. Primer and

(2) finish coats. Semi-gloss at Restrooms and

Shower areas.

J.2.3. TYPE - C -- Clear Flat Finish, Waterborne

Varnish, Emtech EM 8000cv, EM8428, Pre

Cat Waterborne Conversion Varnish, by

Target Coatings or approved equal, clear

natural coating for wood. (4) coats.

J.2.4. Match finish for reworked metal cabinetry. See

cabinetry section and details.

J.3. General Locations

J.3.1. General Painting, Gypsum Board / Plaster

Walls and Ceilings -- TYPE A

J.3.2. Exposed Natural Wood Work including Doors,

Trim or Base -- TYPE C

J.3.3. Existing painted Wood Work with Existing Oil

Based Paint including Doors, Frames, Trim ,

or Base. -- TYPE B

J.3.4. Metal Doors, Frames, Metal Work, Metal

Ceiling grids, or Railings -- TYPE B

J.3.5. Interior Hollow Metal Frames for Doors and

Windows. -- TYPE B

J.3.6. Interior Joint Sealers -- Silicone GE, Dow, or

approved equal. Sanitary type at bathrooms.

J.3.7. Concrete Sealer -- Ardex CG or approved

equal.

J.4. General Notes : Paint all Areas of Work including

exposed areas / surfaces remaining after-demolition,

and exposed utilities including mechanical ductwork,

air grilles, plumbing, fire sprinkler lines, and electrical

conduit + wiremold and exposed low voltage wiring.

Match color of surrounding surface unless noted

otherwise. Prepare, fill and level all surfaces as

required for new finishes for equal smooth level

transitions with existing surfaces. Use finish

manufacturer's approved products and specifications.

J.5. Window Mullion Filler Strip - None Required

Acoustical Filler Strip -- Continuous between all stud

walls abutting window mullion, 1/ 2" thk x 2" wide

black closed cell neoprene compressed filler strip by

K-Mac Distribution, H-O Products Corp., Pemko,

GTS, or approved equal.


KHSEK-House



Revisions :

Drawn :

Checked :

Date :


A1.3

Specification

Spec. Notes




6/30/2015

K. Furnishings

K.1. White Boards -- None Required - Claridge or

approved equal. Deluxe white porcelain enamel steel

marker brd. with satin anodized alum. trim and tray.

White # 75 low gloss.

K.2. Systems Furniture - By PSU - to include relocate,

modify and install existing, or provide and install new.

K.3. Existing Equipment - By PSU - to include relocate,


K.4. Existing Furniture - By PSU - to include relocate,


K.5. Lockers / Locker rm Benches - By PSU - to include

relocate, modify and install existing, or provide and

install new.

K.6. Window Blinds / Shades - . None Required.

K.7. New Furniture - By PSU - to include relocate, modify

and install existing, or provide and install new.

K.8. Metal Restroom Partitions / Urinal Screens -

Sanymetal or approved equal. Black color. Powder

Shield coating epoxy electrostatic coating on

galvanized metal. Floor-Wall mounted including all

required chrome hardware for complete operation and

installation.

K.9. Restroom Specialty Accessories - Contractor to

Provide and install following items unless noted "By

PSU". Contractor to provide hidden backing /blocking

behind wall finish for support for all items listed

including those By PSU.

K.9.1. Toilet Paper Dispensers - By PSU

K.9.2. Seat Protectors - By PSU

K.9.3. Soap dispensers - By PSU

K.9.4. Folding Baby Changer - By PSU

K.9.5. ADA Shower Grab Bars - Intregal with Shower

specified.

K.9.6. Lockers - PSU to Relocate Existing

K.9.7. Locker Rm Benches - PSU to Relocate

Existing

K.9.8. ADA Shower Stall - See Plumbing Drawings.

This model not used --tAcrylic - Kohler Freewill

36 x 36 x 84 int. clearances - white with grey

fold up seat, grab bars. See PLUMBING dwgs

for sliding adjustable / removable ADA shower

head and controls.

K.9.9. ADA Grab Bars - Intregal with Shower

specified.

K.9.10. Towel Bars / Hooks--Provide (2) new Bobrick

B-6747 - satin finish, 24" surface mounted

towel bars and (2) Bobrick B -6777 - satin

finish, Towel Pin, or approved equal, in each

residential bathroom. See plans and

elevations for locations and lengths.

K.9.11. Grab Bars-- 1-1/2" dia. grab bars, concealed

mounting with snap flange, Bobrick B-6806

Series with satin finish, or approved equal.

Install in accordance with ADA Guidelines,

local codes, and per manufactures instructions

and recommendations. ADA designated

bathrooms only -- See plans and elevations for

locations

K.9.12. Shower Curtain / Hooks -- Provide vinyl

shower curtain and hooks - Bobrick 204-2, 42"

and 204-3, 70" vinyl shower curtain, or

approved equal as appropriate for tub/shower

type. Bobick 204-1 Type 304 Stainless Steel

Shower Curtain Hook, or approved equal.

K.9.13. Shower / Bath Curtain Rods -- Moen or

approved equal. 1" dia brushed nickel finish

low profile curved rod with mounting brackets

and covers. DN2145 for 5' tub / showers and

similar for 3' showers. Verify all existing

finished dimensions for product fit.

K.9.14. Mirrors -- At ADA bathrooms provide 24"W x

30"H Bobrick, B-294 Series Angle-Frame Two

Position Tilt Mirror--satin finish, or approved

equal, at sink location. At all other residential

unit bathrooms provide 30"W x 36"H Bobrick,

B-165 Series Channel-Frame Mirror--satin

finish, or approved equal, at sink location.

L. Appliances / Equipment --

L.1. New Refrigerator - Not Required.

M. Insulation, Acoustical, Fire Caulk, and Safing

M.1. Wall Insulation Batts --

M.2. Fire Caulking / Fire Safing --Manuf. 3M, STI, or

approved equal -- 1-hr. rated include at penetrations

at floors, roof, fire rated walls, concrete block

walls,stairway or shaft walls, fire corridors, mechanical

/electrical rooms, and vertical pipe and duct chases

thru floors.

M.3. Ceiling Insulation --

M.4. Fire Doors / Smoke Gaskets --

N. Ceilings

N.1. New Interior Suspended Acoustical Ceiling -- New

Suspended Acoust. Lay-in Ceiling---Armstrong

" Dune" or approved Tegular 2' x 4' tile with 2'x2'

score lines to match grid width. Color white. New

Heavy-duty exposed white "T" grid--Prelude XL 15/16"

exposed T system. Secure to structure above.

Seismic braced as required by latest code and as

approved by City of Portland. Contractor to provide

and submit ceiling engineering to City Bldg. Dept. as

required.

N.2. New Interior Suspended Gypsum Brd. Ceiling -

Armstrong or approved equal Drywall Grid 8600

series Heavy Duty, galvanized, wet location, fireguard,

Suspended Ceiling Grid for Gyp. Brd. attachment.

Typ. 5 /8" Type X Gypsum Board -- Georgia Pacific,

Greenguard certified, or approved equal. Greenboard

water resistant type at restrooms or shower

rms.Secure to structure above. Seismic braced as

required by latest code and as approved by City of

Portland. Contractor to provide and submit ceiling

engineering to City Bldg. Dept. as required.

O. Audio Visual

O.1. AV Equipment / Anchors and Cabeling --

O.2. Telephone and Computer Network Cabling and WIFI

See Electrical Engineer's dwgs. and specifications.

General contractor to provide and install.

P.Lighting / Electrical / Telco /Access Control

P.1. Electrical and Lighting --- See Electrical Engineer's

drawings for more information. Protect existing as

required. Provide new lighting / Switches / Outlets as

indicated on drawings. Switch and outlet plates to be

stainless steel with grey devises. ADA ht. required.

Use Existing unless noted otherwise.

P.2. Pathway & Boxes - Contractor to provide all boxes at

ceiling, walls, and floors, conduit, and pathway as

req'd. to include Electrical, Access Control, Audio

Visual, Telco, Alarms, ADA door actuator, and other

devises.

P.3. Access Control - Contractor to provide and install

pathway and boxes. PSU to provide cabeling and

devices for a working system.

P.4. Exit and Emergency -- Contractor to complete

Construction so as to provide minimum exit, egress,

audible strobe alarms, and emergency lighting as

required by City of Portland, including (1) footcandle

min at floor during construction. All doors, exits, and

hardware, to meet min.code requirements of the

City of Portland for exits and ADA clearances.

P.5. Systems Furniture -- Provide and Install data and

electrical whips to wall and panels.

P.6. PSU Equipment - Verify locations of network printer

and AV requirements with Electrical engineer's

drawings.

P.7. Telephone and Computer Network Cabling and WIFI -

See Electrical Engineer's dwgs. and specifications.

General contractor to provide and install pathway and

boxes. PSU to install cabeling, stainless steel plates,

grey devises and labeling.

Q.Mechanical / Air Grilles

Q.1. Mechanical -- See Mechanical Engineer's drawings

for mechanical items.

Q.2. Balance HVAC system--- Contractor to Balance per

code requirements and submit an Engineer's

approved report for PSU Mechanical Engineer review

and approval.

R.Plumbing

R.1. Plumbing -- See Mechanical Engineer's drawings for

plumbing fixtures with controls to include following:

R.1.1. ADA PreFab Shower -

R.1.2. Wall Hung Sinks -

R.1.3. Kitchen Stainless Steel Sink -

R.1.4. Counter Mounted Sinks -

R.1.5. Floor Mount Toilets -

R.1.6. Urinals -

R.1.7. Floor Drains -

R.1.8. Water Heater -

R.1.9. ADA Drinking Fountains -

S. Fire - Systems

S.1. Fire Alarm / Sprinkler Systems. -- Verify new

locations of new work with drawings. Contractor to

Submit to city fire marshal and provide PSU with City

of Portland fire marshal signed and dated approved

fire system drawings. Provide new work to conform to

NFPA and include demolition, relocation, materials

and labor for a complete code compliant installation.

Refer to Elect. Engineer drawings and specifications

for additional requirements.

S.2. Fire Sprinkler Heads - Provide New Quick Response

Fire Sprinkler head assembly to replace existing

throughout area of work. Verify existing. Move fire

sprinkler / heads or add new to accommodate new

work per code and approval of Fire Marshall. Match

existing finished sprinkler heads and plates. AT new

fire sprinkled areas use semi-recessed heads with

chrome trim.

T. Concrete

T.1. Concrete Ramp - New 2500 psi min. 4" thk. reinforced

concrete ramp. Grind smooth and clean existing

concrete sidewalls at previous concrete location for

appearance grade finish. Min.60 KSI reinforcing steel.

See drawings for more details.


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A2.1

Demolition Plans




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Plan Notes

scale: 3 / 32 " = 1'- 0"

Verify All Dimensions

and Existing Conditions

prior to accommodating

new construction.

1. Typical Notes - See Specifications Sheet.

2. Demo Slab for Utility lines - Protect existing structure,

foundations, and Utilies below slab. See Mech / Plumbing

drawings for locations of new utilities below slab. Sawcut

and remove slab as required to accommodate new

construction.

3. Demo walls and doors as indicated.

4. Ceiling Demo/ Modifications - Verify with ceiling plan to

accommodate new demo work including mechanical,

electrical, plumbing, and curtain assembly.

5. Demo Cabinetry - At existing kitchen 1st level to

accommodate new construction.

6. Demo RR - At existing large restrooms 1st level to

accommodate new ADA requirements.

7. Demo Dumbwaiter Shaft. - As required to accommodate

new construction..

8. Remove Exist Concrete Ramp -

9. Existing Doors and Room Finishes - See schedules for New

door , finish items, and room numbers..

10. AREA OF WORK

Basement

2nd Floor

1st Floor

Roof

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A2.2

Basement Plan




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Plan Notes

scale: 3 /16 " = 1'- 0"




new construction.


2. Wall Types - See Diagramatic Bldg Section on Detail Sheet.

3. MEP - Verify all new, relocation or removal of existing

mechanical electrical and plumbing.

4. New Walls & Doors - As shown. Provide backing for doors

stops, grab bars, towel bars and other wall mounted items.

5. Sink Counter Tops - New Built-in - ADA Counter tops with

Sinks.

6. Pre-FAB ADA Shower -

7. Lockers - Secure and relocate lockers from existing CPSO

offices.

8. ADA Clearances at Tile Walls - Dimensions shown are

minimum to face of all finishes.

See Spec. Notes

THRU


A2.3

1st Floor Plan




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Plan Notes

scale: 3 /16 " = 1'- 0"




new construction.

See Spec. Notes

THRU





4. Walls & Doors - As shown. Provide backing for doors stops,

grab bars, towel bars and other wall mounted items.

5. ADA Restrooms - Retrofit existing Restrooms to

accommodate new single occupancy ADA restrooms.

6. ADA Drinking Fountain - Brace wall and provide plumbing

as required.]

7. Kitchenette - Provide and ADA new sink and cabinetry.

8. Concrete Ramp - provide and install to include sand base,

on 4" thk.

3

4

minus gravel base. Reinf. concrete with #3 at

24" oc. Concrete form and fill below concrete side wallsl

with 4" thk. concrete.

9. Bullet -Proof Window - Relocate existing to Dispatch at

lobby.

10. New Observation window - At Detention

11. 1-hr. Shaft Wall Const. - At vert. duct work.


A2.4

2nd Floor Plan




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Plan Notes

scale: 3 /16 " = 1'- 0"




new construction.

See Spec. Notes

THRU





4. Walls & Doors - As shown. Provide backing for doors stops,

grab bars, towel bars and other wall mounted items.

5. New ADA Restrooms

6. 1-hr. Shaft Wall Const. - At vert. duct work.


A2.5

Ceiling Plan




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Plan Notes

scale: 3 /32 " = 1'- 0"




new construction.


2. Demo Existing Mechanical, Electrical and Plumbing to

accommodate new ceiling work.

3. New Gypsum Brd. Ceiling- Moisture resistant at Basement

4. Lighting - Revise to accommodate for new work. See Elect.

Engineer dwg.

5. Fire Sprinkers - Revise Existing and Add as required to

accommodate new work per code and specifications. Match

existing type. N = New, E= Existing, R = Relocated , D =

Demo

6. Mechanical - New mech. difusers to accommodate new

work - see Mech Eng.dwgs.

7. New Suspended Ceiling - Moisture resistant at Basement.

8. Existing Ceiling Items - Verify Existing MEP and sprinkler

ceilng items with Engineers drawings and adjust or remove

as required.

Basement

2nd Floor 1st Floor

See Spec. Notes

THRU


A2.6

Finish/Equipment




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Plan Notes

scale: 3 / 32" = 1'- 0"




new construction.

See systems furniture

designer plans and

spec book items for

more information.


2. Furniture - Existing Relocated

3. White Board - 4' x 8' Secure to Structure or Wall.

4. Equipment Moves - See specifications note sheet for more

information:

5. VRF - MECH. UNITS - See Mechanical Dwgs. Provide and

install 6" ht. intregal manuf. mech curb on roof.

6. New Roof Equipment to Conform to City Planning

Standards:

6.1. Bldg has a roof pitch less than 1 to 12

6.2. Only (2) mechanical units are on roof.

6.3. Equipment height does not exceed allowed max height

sight line of 1' ht. per 4'. horiz distance from parapet.

(Closest parapet is 13' away from nearest mech. unit

which allows 3.25' ht. + 3.5' ht parapet = 6.75' max.

mech unit height as shown. Actual = mech unit ht

6'-0"max + 6" curb = 6'- 6" ht < 6'- 9" allowed -- OK. )

6.4. Matte finish is standard on all mechanical equipment.

7. Accent Wall Paint - Dashed line - See Specifications

Sheet.

8. FRP Wainscot - Remodeled 1st and 2nd Floor

Restrooms.(dashed line)

9. Restroom Specialty Accessories -

10. TILE Wainscot. - New Basement Restrooms. (dashed line)

11. Restroom Partitions

Basement

2nd Floor

1st Floor

Roof


HALLWAY

HALLWAY

OFFICE AREA

CLOSET STAIR SHAFT

SIDEWALK

WALKWAY

HALLWAYLOBBYMEN - LOCKERSWOMEN - LOCKERS

OFFICE

OFFICE

OFFICE

HALLWAY

OFFICE

MECHANICAL

LOBBY OFFICE

section - south entry

3 / 16 " = 1' - 0"

section - west-east

1

-

3

-

Protect existing

structure and

utilities. Obtain core

drill or anchor

location approval.

A3.1

Plan Notes

1. See specification sheet for notes.




Sections

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3 /16 " = 1' - 0"

For other notes and info

see plans, detail sheets

and section below.

Line of wood frame

ceiling

Verify existing wood

walls, floors and

structure.

Existing Roofing on

wood deck

ROOF DECK

2ND FLOOR

1ST FLOOR

BASEMENT

ROOF DECK

2ND FLOOR

1ST FLOOR

BASEMENT

2

section - west - east

TYPICAL GRIDS

TYPICAL NOTES

A B C D

B C4 3

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WB WF

Metal Stud WallsHollow Metal Frames Vert. Butt Joint Glass

Horiz.Alum Frames ,

L

F

R

GW

GDBelow Ceiling Full Height Continuous

Door with Lite Glass Door

Flush Door

Glass Relites

Glass Wall

WF - A

Above Ceiling

Existing WallorDoor / Window

New WallAbove

Doors & Windows

SOFFITCONDITIONAS OCCURS(DASHED)

WB-W

Below Wood Ceiling

AS

Alum. StorefrontVert. and Horiz. Frames

ASD

Window Door

equal equal

RELITE

DOOR

CEILING

(verify width)

CEILING

+/-

RELITE

DOOR

RELITE

FLOOR

(verify width)

RELITE

FLOOR

+/-

(verify width)

RELITE

DOOR

INSIDE RM.

CEILING

RELITE

WALL

GLASS

WALL

CEILING

CEILING

or / RELITEDOOR

CEILING

A3.2

Plan Notes





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1-1/2 " = 1' - 0"

3 /8 " = 1' - 0"

door / window details

bldg. section - diagramatic

3 /16 " = 1' - 0"

bldg section / detail notes

1. General Items

1.1. Framing and Anchoring -- See Section 1 for

framing and anchoring of stud walls, doors, relites,

and glass walls to structure. Typical products listed

or approved equal.

1.2. See spec. notes sheet A2 for more details.

2. Ceilings

2.1. Code -- Ceiling installation to be per latest city of

Portland approved IBC / 25 / # 2 standards.

2.2. Hangers -- Provide additional hangers at all

members within 8" of the ceiling perimeter.

2.3. Hanger connection devices --Secure all hangers to

bldg. structure with approved connector of min 100

lb. capability.

2.4. Stabilizer bar to be between all members at ceiling

perimeter.

2.5. Vertical Struts -- to be at 12' oc each way.

2.6. Sloped Hangers -- Provide (2) counter slope

hangers if more than 1 to 6 out of plumb.

2.7. Trapeze Hangers around ductwork and other large

obstructions.

2.8. Ceiling Grid -- Suspended ceiling grid to be Heavy

Duty type.

2.9. Runners -- Secure cross runners between main

runners

2.10. Gyp. Brd. or Plaster Ceiling as occurs.

3. Walls , Bracing, Fillers, and Insulation.

3.1. New Walls typical --- Unless noted otherwise, walls

to be min. 3-1 /2" x 20 ga. metal studs @ 16"

o.c.with 5 /8" type 'X' gyp. brd. both sides. Do not

secure walls to suspended ceiling grid. Do not cut

ceiling grid at below ceiling walls.

3.2. Bracing -- At wall and windows to be min. 3-1 /2" x

20 ga. metal studs @ 4' o.c. alternating direction at

45 deg. angle max. (w/ vert. studs at window

locations). Secure to L2"x2"x12" x 16 ga. metal

angle at conc. structure above.

3.3. Filler Strip - Jamb to Mullion - 1 /2" thk. x 2" black

closed cell neoprene filler strip. Filler Strip -

Wall Head to Suspended Ceiling - 1/ 4" thk.

x 2" wide.

3.4. Filler - Floor holes --Core Drills or existing max 4"

dia holes patch with 6" dia x 18 ga. metal plate and

epoxy. Fill with 2-hr. safing and fire caulk.

3.5. Filler - Rigid Insulation - fire rated, secure in metal

track framing.

3.6. Ceiling & Wall Insulation - R-11 min.

3.7. Drywall metal edge at gyp. brd. for level smooth

continuous line.

3.8. New Upper Wall - Provide typical vert. studwall,

insulation and bracing above ceiling where full ht.

walls are required per plan.

3.9. Patch Drywall - smooth patch and finish paint

drywall at joining of (2) walls.

3.10. Header - built up metal header above 16 ga. hollow

metal door / window frames. Anchor metal studs on

end secured to top and bottom tracks with #8

screws at 12" oc min. at sides and top and bottom.

4. Doors / Windows

4.1. Doors and Windows.

4.2. Wood door w/ lite -- 1/4" glass lite and wood stops

to match door.

4.3. Hollow Metal Frame .

4.4. Ceiling break to accommodate continuous wall or

window-door frame.

4.5. Hollow Metal Frame Relites (R1 and R2) 1/ 4" clear

temp glass in hollow metal frames.

4.6. Continuous Ceiling - at walls that are constructed

below ceiling.

4.7. Glass Walls (GW) -- 1/2" clear temp. butt joint glass

at jambs with alum. frame sill and continuous head

over door. Clear silicone sealer at butt joints.

4.8. Glass Door (GD)-- 1/2" thick clear tempered glass,

to butt joint glass walls, with 1" x door ht. manuf.

tublar alum door pull each side. Alum. frame head

and sill, floor pivot, hidden in frame, ADA closer at

head. At Suite Entry locations for door exit out

requirements provide push activated latch release

at vert. exit bar. Key latch at min 36" ht. at exterior

side of door always activated by interior vert. push

bar.

4.9. Butt Joint -- Clear Transparent Caulk Butt Joint

glass at wall and at glass joints.

5. Fasteners (Secured to Structure - verify thickness of

concrete decks)

5.1. Wall Bracing -- 16 ga . x 3-1 /2" metal stud min. 48"

oc alternating -- Fasteners to metal framing

includes, brace to angle at deck, or brace to wall

plate track. Steeler Tek Screws --- Typ. min. (3) #8

x 3/4 . Do not screw to suspended ceiling grid.

5.2. Alum. Window Sill -- Simpson Titen HD Mini

Screws at Concrete --- Typ. min. 3/16" dia. --

embed in concrete 1-1/4" at 16" o.c.

5.3. Angle to Deck --12" x 16 ga. Fasten with Powers

Fasteners LVF at Concrete --- Typ. min (3) - 0.145"

dia -- embed in concrete 1-1/4" at 3" o.c.

5.4. Hollow Metal Frame Sill -- Powers Fasteners at

Concrete --- Typ. min. (1) 1 /2" dia flat head hd

sleeve anchor-- conc. embed 1-1/ 4" @ 32"o.c.

through metal frame support sleeve.

5.5. Wall Sill Track -- Powers low veloc. shot pin

anchors at Concrete -- Typ. 0.145 " dia., embed

in concrete 1-1 /4" at 16" o.c.

5.6. Wall Head Track - 18 ga. Slotted expansion head

track fastened to concrete with Powers 0.145 dia.

LVF embed in concrete 1-1/4" at 16" oc.

5.7. Hollow Metal Frame Fastener Straps --- (3) min per

jamb. Secure to framing with Typ. min. (3) #8 Tek

screws each side of strap.

5.8. Window Head. -- Steeler Tek Screws Typ. min.

#8 x 3/4 " at 12" o.c. --- secure to metal wall

track...not to suspended ceiling grid.

5.9. Joint of (2) Vertical Walls - Use (2) #8 at 16" oc to

join top track of existing wall to new sill track of

upper wal

5.10. Secure metal top plate to new 2x4 blkg between

wood clg joists secured with joist hangers.

5.11. Secure Alum Frame to Structure.

wall details

head @ relitehead @ all-glass door head @ door and relite jamb @ butt joint glass

sill @ relitejamb - door / intregal relitesill @ relite

1-1/2 " = 1' - 0"

door / window details

1-1/2 " = 1' - 0"

wall jamb @ windowwall head @ structure

hollow metal frame

aluminum frame / butt jt. glass aluminum frame / butt jt. glass aluminum frame / butt jt. glass

wall jamb - door / sep. relite

aluminum frame / butt jt. glass

hollow metal frame hollow metal frame hollow metal frame

See details and section this sheet.

head @ wall below ceiling

wall above ceiling

Details

5

-

3

-

4

-

2

-

1

-

-

Also see Wall Legend on Cover Sheet.

typ. header

(see det 5A similar window/door frame)

detail detail detail

1-1/2 " = 1' - 0"

misc. details6

-

1

2

3

4

5

3.6

5.5

3.4

5.6

3.8

5.1

3.2

5.3

4.6

5.8

5.1

5.8

5.1

4.4

5.8

5.1

4.4

4.9

4.9

5.2

5.4

3.8

5.1

4.6

3.7

3.3

3.8

5.1

4.4

3.9

3.7

5.9

3.3

5.6

5.10

5.6 5.11


Floor line

Top of wainscot

A3.3

Details

1 - 1 /2" = 1'-0"




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Plan Notes

1. See specification sheet and room / finish schedules. Information

shown is general and diagramatic.




new construction.

Detention Window

1' = 1'- 0"

Sink Counter Top

1 - 1 /2 " = 1' - 0"

Detail

1 /2 " = 1' - 0"

Detail

1/2" = 1' - 0"

Tile Wall Detail

1- 1 /2 " = 1' - 0"

Detail

1- 1 /2 " = 1' - 0"

Detail

Detail

1-1 /2" = 1' - 0"

1" = 1' - 0"

Inset sink - See

plumbing drawings.

Steel angle bracing -

secure to wall structure.

Stainless Steel

Brunswick or approved

equal24 x 24 x 2"

BKT24X24BR

Plastic Laminate top on

3 /4" thick AD plywd. w/

4" backsplash laminate

back splash and

sourround front trim.

Full bullnose front edge

counter top

Structure - verify

with structural

detail sheets.

Existing relocated bullet

proof window / frame

Relocated Laminate

Counter and deal tray.

1' = 1' - 0"

Bullet Proof Window

Lexan Clear in Metal

Welded metal window

frame.

Subway tile and decor.

trim.

Gyp Brd. - Rough tex

Cap tile

Accent tile

Top of sink

to finished floor

ADA

24" oc blocking

Paint all exposed

surfaces.

Base Tile

Brick facing on concrete

block wall

Detention

Hollow Metal

Frame Head

Window

Observation

Dispatch

Lobby

Relocated Bullet Proof

Window with Tray

New Steel Channel

Frame surround at new

opening in Reinf

Masonry Wall - See

structural DWGS

Patch Existing Plaster

at new opening at Steel

Channel with Metal

Edge trim

Re-Trim out finished

Window with Brick with

no visible Saw cuts

showing.

CPSO Lobby Dispatch

Sawcut Existing

Masonry Wall 8" +/-

THK.

(e) Slab

(e) Ceiling / Structure

(e) Wood Floor

Existing Plaster.


A4.1

Plan Notes

schedules

no scale


2. See plans / sections for ceiling ht.s

Finish / Window

Schedule




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F or FR EL - Single Dr. or Pair EL - Alum. Dr. with Lite EW/ FR

A4.2

Plan Notes

schedules

no scale


2. See plans for recessed entries with low soffits above.

3. All Latch Guards to be provided and installed by PSU

Locksmith.

Door Schedule

Door Hardware List




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Door Types

E = Existing F = Flush L = Lite FR = Fire Rated

W = Window Verify door swing direction with plan. See detail sheet for more information.

I:\Staff\Facilities\Projects\189_KHSE\KHSE_OPEN\2015_189_KHS15C01 CPSO Move To KHSE\1-DESIGN\5-Arch\0.1-Bid Set - ACAD Dwgs\A4 - K-House - Schedules.dwg, 6/29/2015 2:21:52 PM, DWG To PDF.pc3

ADA Fountain - SeeGeneric Standarddimension detail fordimensions.

7'-11"

5'-6"

Ceiling

Floor

+/- VERIFY

+/- V

ERIF

Y

9'-0"

Ceiling

Floor

14'-0"

Privacy screen

+/- V

ERIF

Y

+/- VERIFY

5'-0"

14'-0"

+/- VERIFY

Insulated Pipes+/- VERIFY

12'-11"

6'-6"

+/- V

ERIF

Y

12'-11"

+/- VERIFY

5'-0"

Ceiling

Floor

7'-3"

ExistingBrick wall

Dispatchwindow

10'-2"

4'-0"

+/- V

ERIF

Y+/-

+/-

5'-0"

4'-0"

2'-10"

+/-

+/- VERIFY20'-4"

+/- VERIFY

Tempered glass atEntry alum. storefront -Typical

7'-2"

+/- V

ERIF

Y

Relocated Door

10'-11"

+/- VERIFYInsulated Pipes

10'-11"

+/- VERIFYInsulated Pipes

8'-9"

5'-0"

+/- VERIFY

7'-11"

Ceiling

Floor8'-9"

+/- V

ERIF

Y

+/- VERIFY

Refrigerator

Counter top andbacksplash.

8'-9"

7'-10"

Ceiling

Floor

+/- VERIFY

+/- V

ERIF

Y

2'-10"

1'-6"

3'-6"

Removable cabinetbase for ADA access

SINK

4'-6"

(e) Duct Shaft.

-

1

Basement Men Restroom

-

2

A5.1

Plan Notes




Int. Elevations

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new construction.

North Elevation

South Elevation East Elevation


2. FRP Wainscot. - See Schedules

3. Tile Wainscot - See Details

4. ADA Standard Dimensions - See detail 3 / A5.2

-

4

CPSO Lobby1 /4 " = 1' - 0"

-

5

Front Entry

-

6

Drinking Fountains.1 /4 " = 1' - 0"1 /4 " = 1' - 0"

Basement Women Restroom1 /4 " = 1' - 0"

South Elevation West Elevation

South Exterior Elevation

-

7

1st Floor Men Restroom1 /4 " = 1' - 0" See Women's RR for Details.

-

8

North ElevationEast Elevation

1st Floor Women Restroom1 /4 " = 1' - 0"

West Elevation North Elevation

East Elevation

-

3

Kitchen1 /4 " = 1' - 0"

1 /4 " = 1' - 0" See Women's RR for Details.

I:\Staff\Facilities\Projects\189_KHSE\KHSE_OPEN\2015_189_KHS15C01 CPSO Move To KHSE\1-DESIGN\5-Arch\0.1-Bid Set - ACAD Dwgs\A5 - K-House - Elevations.dwg, 6/29/2015 2:21:53 PM, DWG To PDF.pc3

8'-1"

Ceiling

Floor

5'-0"

7'-5"

+/- VERIFY

+/- V

ERIF

Y

minmax

min.

max.

ADA DrinkingFountain.

6'-6"

+/- VERIFY

7'-5"

Insulated Pipes

+/- VERIFY6'-6"

+/- VERIFY

-

1

2nd Floor - Restroom - Rm 2081 /4 " = 1' - 0"

-

2

A5.2

Plan Notes




Int. Elevations

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new construction.

South Elevation East Elevation


2. FRP Wainscot. - See Schedules

3. ADA Standard Dimensions - See detail 3 / A5.2

2nd Floor - Restroom - Rm. 2071 /4 " = 1' - 0"

South Elevation West Elevation

-

7

Detail1 /4 " = 1' - 0"

-

8

Detail1 /4 " = 1' - 0"

-

3

Generic - Standard ADA Dimensions Only1 /4 " = 1' - 0"

See RR Rm. 207 for Details.

(See other elevation details for specific room locations per plan)

I:\Staff\Facilities\Projects\189_KHSE\KHSE_OPEN\2015_189_KHS15C01 CPSO Move To KHSE\1-DESIGN\5-Arch\0.1-Bid Set - ACAD Dwgs\A5 - K-House - Elevations.dwg, 6/29/2015 2:21:55 PM, DWG To PDF.pc3